Summary for Test 2025-08-18-30-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-R29.4/33.1 |
| Award Date | 03/27/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/22/2025) |
Sample Information
| Sample Taken Date | 08/18/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/19/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA (Type A) with 15% rap |
| The quantity of what the sample constitutes | L1SL7 | From where was the sample collected | Source |
| First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | G3 |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 7 | HMA Mix Number | 24J013 |
| Binder content (%) | 4.7 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | San Juaquin Refinery |
| RAP content (%) | 15 | WMA Additives | |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-08-18-30
DIME Test ID: 2025-08-18-30-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-08-19
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Neale
Date of test: 08/19/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7328.1 grams
Mass of oven-dry sample in air for Sample 1: 2515.7 grams
Mass of container filled with the sample and water for Sample 1: 8873.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.592
Theoretical maximum density at 25°C (77°F): 2584 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G8004_37014_250818_L1SL7_T209 | 41.10 KB | 08/19/2025 | 2025-08-18-30-1 | Info |
Test was verified on 8/19/2025 ✔